Loading...
HomeMy WebLinkAboutS-0722-R Map 3-7�>`0,3 M. Scale V = 60 ft . R175,78' C➢N29.10'43'W LC73.30' A /V' 32.E ISS66, CURVE LENGTH DELTA RADIUS TANGENT ARC DEF136 Cl 51.48'57' 150.78' 37.59'60' C2 37,92'' 3 2 ' 150.78' 19,06' 19.99 37.59'59' C3 492' 43 43'23'27' 3'2 S4.11' C4 24.,0 224.02' 26.52'55' 477.4778' 477.47' 114.11' 11,59, 0, 11.59'60' C5 153,12' 27'33'42' 318.31' 78,07' 17.59'60' C6 86,03, 32.41'22' 150.78' 44.22' 37.59'59' C7 39,16' 07.49'56' 286.48' 19.61' 19.59'60' C8 76.42' 58'22'41' 75.00' 41.90' 76.23'40' R180,78' C➢N20.44'41'E rmulz) Nu. Z0b5' 0107 so ' N87'27'54'W 161.69' S1 PAGIS NO. 2055-0108 STATE PLANE COORDINATES 4 146464.742483 1108833,876510 5 146710.250537 1188692.744?90 6 146836.966206 118866L610820 7 146871.345196 1198664.150480 8 146781.822300 1188783.773850 9 146796.118390 1188831,709880 10 146797.284713 1188930.950960 11 146837.548441 1189090, 013490 12 146742.190345 1188987.937160 13 146719, 456451 1189056,333250 14 146886,690084 1189099.322590 15 146979,894385 1189128,203790 16 146970.505371 1189167,206870 18 14 7207.981369 1189245,066380 19 14 7249,882070 1189174.079420 20 147197,404072 1188948.786390 21 14 7141.021356 11887 87.567180 22 147119.770029 1188710.889860 23 147150.264499 1188714.730800 25 147148.952139 118860a871750 26 147126.470195 1188592.356510 28 147071, 748025 1188567.393630 31 14 7150.299336 1188395.058650 32 146932,430962 1188311.617570 33 146943, 716172 1188237.757350 35 146850616302 1188156,761960 36 146786,621916 1189192.495900 37 146771.928639 1188144, 703740 39 146648,54 7061 1188067.267020 40 146707,041661 1188068.607500 41 146578.798298 1186051.179920 43 146512,981936 1188085.211460 44 146377.353791 1188144.275810 45 146244.269967 1188099.570700 46 146206,205733 1188081,725130 47 146168.256829 1189195.055990 48 146124.551639 1188180.487550 50 146075,139630 1188328,098900 51 14 606 7.988353 1188489.625710 53 146477,374264 1188495.148540 54 146855.745759 1188778,040000 412' 23132, ti r.153 November 28, 1995 19 1J \ 191? � o � 18 6.2( 16 40.12. CDS10.43'36'W It 50,02' R311.48' CDS79.11'22'E LC1.67' Legal Description CC9.leg Part of the SE1/4, NFL 4 and the NEl/4, SEl/4, Section 8 and part of the SW1/4, NW1/4 and the NW1/4, SW1/4, Section 9, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described asi Beginning at the Southerly most corner of Lot 55, Block 13, Cherry Creek an Addition to the Cit, of Little Rock, Arkansas as recorded in Plat Book E, Page 83r thence N49'32'45'E along the Southeasterly Line of said Lot 55, 100,00 ft. to the Easterly most corner thereof, said point also lying on the West right-of-way line of Stoney Creek Drive; thence N72*54'38'E, KOO ft. to a point on the Fast right-of-way line of said Stoney Creek Drive; thence Northwesterly along the arc of a 175.78 ft, radius curve to the Left and the said East right-of-way tine, a chord bearing and distance of N29'10'43'W, 7330 ft. to the Southerly most corner of Lot 15, Block 11, said Cherry Creek Addition; thence N41'01'22'E along the Southeasterly Line of said Lot 15, 123.40 ft. to the Easterly most corner thereof and the Southwest most corner of Lot 14, Block 11, said Cherry Creek Addltlon; thence S81'18'46'E along the South tine of said Lot 14, Block 11, 74.72 ft, to the Southeast corner thereof; thence N20'57'23'E along the East line of said Lot 14, and Lots 13 and 12, Block 11, said Cherry Creek Addition, 233,30 ft. to the Southwest corner of Lot 11, Block II, said Cherry Creek Additions thence S65'29'46'E along the South line of said Lot 11 and the said South line extended 189.39 ft, to a point on the East right-of-way tine of Brookford Drive; thence N24'31'17'E along the said East right-of-way line, 60.15 ft,; thence Northeasterly along the arc of a 18078 ft. radius curve to the left and the said East right-of-way line a chord bearing and distance of N20'44'41'E, 24.04 ft. to the Southwest corner of Lot 22, Block 4, said Cherry Creek Addition; thence S75'08'I6'E along the South tine of said Lot 22, 113,84 ft. to the Southeast corner thereof; thence N07'09'14'E along the East Line of said Lot 22, 30.77 ft. to the Southwest corner of Lot 2L Block 4, said Cherry Creek Addition; thence S62'46'04'E along the South line of said Lot 21, 73.42 ft. to the Southeast corner thereof, said point also being the Southwest corner of Lot 20, Block 4, said Cherry Creek Addition; thence N70'43'26'E along the South line of said Lot 20 and Lot 19, Block 4 said Cherry Creek Addition, 170,79 ft. to the Southwest corner of Lot 104, Block 4, said Cherry Creek Addltion; thence N76'53'16'E along the South Line of said Lot 104 and Lot 103, Block 4, said Cherry Creek Addition, 231.32 ft. to the Southwest corner of Lot 102, Block 4, said Cherry Creek Addition; thence S59'26'54'E along the South line of said Lot 102 and Lot 101, Block 4, said Cherry Creek Addition, 82,43 ft. to a point on the South line of said Lot 1011 thence S18'09'09'W, 249.91 ft.; thence N76'27'54'W, 40,12 ft,; thence S17'13'00'W, 97.58 ft.; thence S10'43'36'W, 50,02 ftd thence S15'55'06'W, 122.80 ft.; thence N71.36'50'W, 72,08 ft.; thence N45'58'01'W, 79.26 ft,; thence S89'19'36'W, 99.25 ft.; thence S73'23'37'W, 50.02 ft.; thence Northerly along the arc of a 175.78 ft. radius curve to the right, a chord bearing and distance of N04.26'07'W, 74.15 ft,; thence N82'12'03'W, 114.95 ft,; thence SO4.13'30'W, 34,47 ft,; thence S13'48'14'E, 130.48 ft,; thence S29'53'34'E, 283.18 ft.) thence N87'51'52'W, 338.96 ft. to a point on the, West Line of the NWl/4 SE 1/4 Section 9; thence SOO'46'22'W along the said West line 409.42 ftd thence N87'27'54'W, 161.69 ft.; thence N71'29'32'W, 155.66 ft,l thence N18'26'06'E, 46.07 ftd thence N71'29'13'W, 119.52 ft. to a point on the East line of Lot 48, Block 13, said Cherry Creek Addition; thence N25'07'07'E along the said East Line of Lot 48, 42.04 ft. to the Northeast corner thereof, said point also being the Southeast corner of Lot 49, Block 13, said Cherry Creek Additions thence N18'34'05'E along the East line of said Lot 49 and Lot 50, Block 13 said Cherry Creek Addition 140,39 ft.1 thence N23'31'57'W and continuing along said East line of said Lot 50 and Lot 51, Block 13, said Cherry Creek Addition, 147,93 ft. to the Northeast corner of said Lot 51, said point also being the Southeast corner of ,Lot 52, Block 13, said Cherry Creek Addltlonl thence N27'20'31'W along the East Line of said Lot 52, 74.09 ft, to the Northeast corner of said Lot 52, sold point also being the Southeast corner of Lot 53, Block 13, said Cherry Creek Addition; thence N12'59'16'E along the East line of said Lot 53 and Lot 54, Block 13, said Cherry Creek Addition, 71.58 ftJ thence N01'18'46'E and continuing along said East tine of sale[ Lot 54, 58.51 ft, to the point of beginning, containing 670,102 sq. ft. or 15.3834 acres more or less, r P� ► ll TF a. 4�8yT F�©r �. lid ARIKANSAS LI E :lei 7 339S CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVID€D, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WI .THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS 1 HAVE BEEN COMPLIED WIT I'ZS r &41;. J 7 DATE OF EXECUTION 11 ,109"K L-bd'�R Lr , 1 Z%�J DATE OF EXECUTION JOE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. 93-23030 CERTIFICATE OF ENGINEERING ACCURACY 944"2 7!°�L / CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE - ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY HAVE BEEN COMPLIED TH. ACCEPTED, THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID ' RULES AND REGULATIONS, DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL 7 2 S C• ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTLE OCK PLANNING COMMI ION CERTIFICATE OF RECORDING y 5 774;; 98 THIS DOUFJMEI, NUMBER FILED FOR RECUt 195isil , IN PLAT BOOK PAGE 3 GENERAL NOTES: L IRON PINS WERE SET AT ALL LOT CORNERS (1/2' ROD) 2. ALL EASEMENTS SHOWN ---ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORDS, 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSUREt D87,650 I" L .a rh (1 I�' clr��9�9 ® VV 11111111 LCe-0A7 iEmi i1 0 1`ilA94900YA Ll 11'ea�79 J1l V lL�o e0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401, VICTORY STREET LITTLE ROCK, ARKANSAS 72201 BY:�/� DATE: Z--- s D_3 •45 '73398 _ I'��l�dtiC' I